Free vibrations of cross-ply laminated shells subjected to different sets of edge boundary conditions are investigated on the basis of an advanced unified five-degree-of-freedom shear deformable shell theory. The theory unifies most of the shear deformable shell theories by means of a general shape
VIBRATION STUDIES OF CROSS-PLY LAMINATED SHEAR DEFORMABLE CIRCULAR CYLINDERS ON THE BASIS OF ORTHOGONAL POLYNOMIALS
โ Scribed by K.P. Soldatos; A. Messina
- Publisher
- Elsevier Science
- Year
- 1998
- Tongue
- English
- Weight
- 413 KB
- Volume
- 218
- Category
- Article
- ISSN
- 0022-460X
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โฆ Synopsis
This paper deals with a study of the free vibration characteristics of transverse shear deformable cross-ply laminated circular cylindrical shells on the basis of the Ritz method. The analysis is based on the energy functional of the Love-type version of the unified shell theory presented in reference [28]. As a result, several kinds of shear deformable Love-type shell theories are employed along with their classical counterpart. The theoretical formulation is given in a general form but the variational approach is finally applied in conjunction with a complete functional basis made of the appropriate admissible orthogonal polynomials. The method is currently capable of treating cross-ply laminated circular cylindrical shells subjected to any set of variationally consistent edge boundary conditions. In this paper, particular emphasis is given to the free vibrations of shells having one or both of their edges free of external tractions. The efficiency of the proposed method is exhibited by comparing corresponding results with certain experimental data, as well as with the very few existing relevant analytical results obtained elsewhere, on the basis of an alternative mathematical method (the state space concept). Apart the specific value of the present dynamic investigation, the analysis is further considered as a successful test towards its extension for the study of corresponding problems in which the state space concept cannot be applied directly.
๐ SIMILAR VOLUMES
The in-plane free vibrational analysis of symmetric cross-ply laminated circular arches is studied using both the Timoshenko and Bernoulli}Euler beam theories. The free vibration equations are derived based on the distributed parameter model. The transfer matrix method is used in the analysis. The n